Test 2021-08-04-33-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215656
DEA: 032G0604
EFIS: 0320000192
DIST-CO-RTE-PM03-SAC-5736-
Work DescriptionREMOVE AND REPLACE CL2 AGGREGATE BASE AND HMA (TYPE A).
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT THE NORTHGATE MAINTENANCE STATION AT 3940 ROSIN COURT
Sample Information
Sample Taken Date8/4/2021 Sample Unique Key33
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing8/26/2021
Sample typeAcceptance A brief description of the samplebinder #1 test
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVSS Emultech Transportation Laboratory (TL) Number803878
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-04-33
DIME Test ID: 2021-08-04-33-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-09-02
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/01/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.801 kPa
Phase Angle (δ) (for the 10 cycles): 52.7 degree
Complex Modulus (G*) (for the 10 measurements): 2979.839 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2370 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications PAV

Test was verified on 09/02/2021